Loading...
Plans Job Truss Truss Type TQty IPly Design Group Northwest 116-MM6907 A01 LFT TERM 1 1 K2343557 L Joh RgIt _9Pb411€IL----- PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc. Tue Sep 06 14:00:14 2016 Page 1 ID:YcUkRV 13e2NW?L8uVXazeygKfo-C.p4guOWd?Qs?7gv1QZIp7jRT7kuoP2XoKiOmgygKz? -2-6-03-8_-14 6-8-0 7-9-8 10-8-10 14-5-8 16-11-8 I 2-6-0 -- 3-8-14 +— 2-11-2 -1-1 1---I 2-11-2 3-8-14 — I 2-6-0 Scale:3/8"=1' 4x7= 4x4 = 4 13 5 4.00 112 �,1 - 3x4 / ■- 3x4-:r. 3 /`fir 6 i I o '' �3 i w ---------.„.1 I - - '> rr. .mow - - .. w 17 1 ""... .I- 14 12 1511 16 10 17 9 18 ---- 1_ - 1..." 3x6 2x3 I! 3x4 = 3x8 = 2x3 H 3x8 1 3-8-14 I 6-8-0 i 7-9-8 , 10-8-10 I 14-5-8 I 3-8-14 2-11-2 1-1-8 ' 2-11-2 3-8-14 Plate Offsets(X,Y)- [4:0-5-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.12 11 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.25 11-12 >667 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-R Weight 64 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, BOT CHORD 2x4 DF No.2 except WEBS 2x4 HF Std 2-0-0 oc puffins(3-4-15 max.):4-5. BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. rMTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1702/0-5-8,7=1702/0-5-8 Max Horz 2=-41(LC 22) Max Uplift 2=-291(LC 4),7=-291(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3669/509,3-4=-3366/712,4-5=-3205/663,5-6=-3374/707,6-7=-3666/512 BOT CHORD 2-12=-464/3398,11-12=-464/3398,10-11=-645/3196,9-10=-432/3395,7-9=-432/3395 WEBS 3-12=0/421,3-11=-537/0,4-11=0/487,5-10=0/498,6-10=-514/0,6-9=0/412 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �1�J PR Qp- 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s will 6t between the bottom chord and any other members. ..Co , G I N EF9 sib 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� 29 2=291,7=291. 89200P r" 7)Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)298 lb down and 165 lb up at 6-8-0,298 lb down and 165 lb up at 6-8-0,114 lb down and 78 lb up at 7-2-12,114 lb down and 78 lb up at 7-2-12,and 298 lb down and 165 lb up at 7-9-8,and 298 lb down and 165 lb up at 7-9-8 on top chord,and 92 lb down at 2-0-0,92 lb down at 2-0-0, �w 88 lb down at 4-0-0,88 lb down at 4-0-0,88 lb down at 6-0-0,88 lb down at 6-0-0,88 lb down at 7-2-12,88 lb down at 7-2-12, �/ �� OREGON lv 175 lb down at 8-5-8,and 175 lb down at 10-5-8,and 185 lb down at 12-5-8 on bottom chord. The design/selection of such br connection device(s)is the responsibility of others. O Y 14 r 20 -'- 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �Q' SFRRII-\- LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2017 September 6,2016 t rnntintuwi nn naps 9 r.r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mira®connectors.This design is based only upon parameters shown.and is for an individual building component,not �Y a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,031-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Design Group Northwest 1(2343557 16-MM6907 A01 FT TERM 1 1 Job References optional)____ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.020 s Aug 1 2016 MiTek Industries,Inc. Tue Sep 06 14:00:14 2016 Page 2 ID:YcUkRV 13e2NW?L8uVXazeygKfo-Cjs4guoWd?Qs?7gv1QZIp7jRT7kuoP2XoKiOmgyaKZ? LOAD CASEIS) Standard Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-8=-64,2-7=-20 Concentrated Loads(Ib) Vert:4=-526(F=-263,B=-263)5=-526(F=-263,B=263)12--88(F=-44,B=44)9=-88(B)13=-205(F=103,B=-103)14=-92(F=-46,B=-46)15=88(F=-44,B=-44) 16=88(F=-44,B=-44)17=-88(B)18=-92(F) r r. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7173 rev.10/03/1016 BEFORE USE. • Design valid for use only with Mick®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 l DETAIL FOR COMMON AND END JACKS MII/SAC - 8 -25PSF 3/30/2004 PAGE 1 __ MAX LOADING (pst) SPACING 2-0-0 MiTek Industries,Inc. TUX 25.0 s o Lumber(Plates Increase 1.15 TOP CHORDse 1.15 ISheathed. WestG ern Division BOLL 0.0 Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied. _ =I ® BCDL__ 10.0 --_--- MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 HF,DF-L No.1 LENGTH OF EXTENSION BOT CHORD 2 X 4 SPF,HF,DF-L No.2 AS DESIGN REO'D 20'-0"MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22"LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE i W/(.131"X3.0"MIN)NAILS @ 3"O.C.2 ROWS -2-0-0 ---- -- 8.0-0 -- I • NOTE: / TOP CHORD PITCH:3/128/12 BOTTOM CHORD PITCH:0/12-4/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE"2"MIN. SPACING=24"O.C. SUPPORT AND CONNECTION OR 2-16d COMMON WIRE (0.162"DIA.X 3.5")LGT TOE NAILS SUPPORTS SHALL BE PROVIDED @ 4'-0"O.C.ALONG THE EXTENSION OF TOP CHORD. CONN.W/3 16d COMMON WIRE(0.162"DIA.X 3.5"LGT)TOE NAILS 2 S 1 1.t '2 3x4= CONN.W/2 16d COMMON WIRE(I,"62"DIA.X 3.5"LGT)TOE NAILS I --- — 1 8-0-0 8-0-0 6-0-0 EXT. 2-0-0 4-0-0 -al al 2.0.0 EXT. - 2-0-0 is EXT. EXT. 2-0-0 -ri 10- 2-40 i ,_,_,.----1.1:::1--'''''--. 7 „.,.,,_ ,....... CONN.W/3 16d COMMON WIRE(0.182"DIA X 3.5"LGT)TOE NAILS --: -`- / 2„------ /� 1 BOTTOM CHORD LENGTH MAY BE 2'-0” 3x4— OR A BEARING BLOCK. CONN.W/2 16d COMMON WWRE(0.162"DIA.X 3.5")LG ED p R OF 2-0-0 8-0-0 PRESSU ETOE NAILS BLOCKING INFOR SEE DETAIL MII/SAC 7 FOR �,"tL NGI NEFF`s�% I INOTE:NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. I 4t. 89200PE r" - OREGON 'C 4/ £Q /OY 14 Z°�Q�" RRI0- EXPIRES: 12/31/2017 September 6,2016 1 AWARNING-VMry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9111-7473 rev.10/03/2019 BEFORE USE. mit Design valid for use only with Mifehe connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stabMy and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hiss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 6-4-8 dimensions shown in ft-in-sixteenths 3 " Center plate on joint unless x,y not to ,*-1 /4 (Drawings scale) offsets are indicated. Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. � IApply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See SCSI. TOP CHORDS CI-2 c2-3 2. Truss bracing must be designed by an engineer.For 0.1/16, wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 11111111-1111. Ihillidosikii4 bracing should be considered, 3. Never exceed the design boding shown and never 1_ a .. O VA � U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building cJ-a C. a r— designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-'r,a' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each CLOCKWISE �„� This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTEREDlocations are regulated by ANSI/TPI 1. AROUND THE TRUSS STARTINGjoint and embed fully.Knots and wane at joint AT THE JOINT FARTHEST TO required direction of slots in connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that cif Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI(TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior I (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. 0.1.111V reaction section indicates joint � 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. �~illia 18.Use of green or treated lumber may pose unacceptable . project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with 1.11�Te k�Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Co — -- — — Connnected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev.10/03/2015 6-08-00 ;.; �I t! ; c_ c_ ' .. 2-12 s-fl 0 o CD 0. 0 0 / f ' ' 1 \___ , JA01 j - _ .-=_-_-,--.-..."--_-.= =J JA01 I ' o E JA03 1 i JA03 0 0 I ..:=____—...---_,..=-_______-_-_-_-_4 .......=-__.-=_---_-_._-_, JA04I JA4 C " 00I i— a �' JA03 — JA03 o co JA02 I I ( ,,, ' \ . \ I I JA02 N I —TI_ ' —JA01 omi AT J01E I . 4-- AL. \._ -T,, e 11 , cn cn u) cn cn to I , y J 0I N" W Ga,.1" N\ -� 46 ..4\4 6-05-04 NN � I //,---^' 13-00-00 ^' ,4--- 13-05-08 / Client: Design Group Northwest Randy Schumock Patio Cover Quote#: 16-MM69071 Sales : Mike Merriman x126 Order#: [???] � 11 PRECISION TRUSS&LUMBER I 1 11bbO SE Jennifer St Site : [???] Lot : [???] I, '>; Clackamas,OR 97015 ' 1 (503)656-2983 Pitch: 4/12 Loadin 25.00-7.00-0.00-10.00 (503)656-2647 g' I i/, , Overhang 30" Date: 09/06/16 11:20:48 6-08-00 �� >f >I 3>i D> D�r -/ .aj 1 2-12 ,o, i w , W '9 0l 1 1\ 1---1---11 -r-----T---7----- . j —SgII A j-. v!; -- �i 11 11 . , < I i Jl ,, IJA01 /1 ± 11 ! 1 JA01 1 JA02 JA02 o± : ' IJA03 ± JA03 D O Co JAn 04 t JA04 0 0 JA03 /11 r IN. i JAO3 0 co / ±1 1► \ JA02 1i I 1 11 \.- JAO2 JA01 I , 1 II II ��� ± JA01 2-12 14( 11 1 11 \,- ,47 of o 04 o o: of �/e , -AI N±1 w±± 0I 1s -Lii ',, 6-05-04 NN I ' ,e--- /-/-e----- : N 13-00-00 - ^' 13-05-08 Client: Design Group Northwest : Randy Schumock Patio Cover Quote #: 16-MM6907 --,'"-' 7' . ..-. Sales : Mike Merriman x126 Order#: [???] I'l PRECISION TRUSS&LUMBER 11550 SE Jennifer St Site : [???] Lot : [???] Clackamas, OR 97015 (503) 656-2983 Pitch: 4/12 Loading: 25.00-7.00-0.00-10.00 (503)656-2647 Overhang 30" Date: 09/06/16 11:20:48 Hanger Options SIMPSON HANGER OPTIONS Strong-Tie W/WNP/WNPU/WP/WPU/HW/HWU rIIIIIIIIIIIIIII,See Hanger Options General Notes. Models that have an"I"in the model number(e.g.,HWI)have the same properties and modifications as the standard models without the"I"in the e,/ o'- - name(e.g.,HW). Angle--." INSTALLATION:•Some models are available in Type A(Bevel Cut)and / ru ype B(Square Cut)styles all models are available in Type B style.Contact Simpson Strong-Tie when ordering. •Bevel-cut the joist for skewed Type A hangers(see illustration). Specify Lade: Butt-cut the joist for Type B hangers. Angle 0° ref •Hangers with a skew greater than 15°may have all the joist nails on Fmshwtth the outside angle. Typical W Top View Low side •Skewed HWs have face nails and require a minimum header depth of 3W. Skewed Lett Type A Hanger now i HANGER HEIGHT (Bevel Cut Joist Shown) •Minimum height may increase significantly with modification. Check availability when ordering. uII1 ���q) •For hanger heights exceeding the joist height by more than 1/2', the allowable load is 0.50 of the table load. SLOPED AND/OR SKEWED SEAT •Non-skewed hangers can carry the design load when the seat slope 0 , -Nif / 1,;.71, , is within 1/4:12 of the joist slope.Designer must check that wood bearing is not limiting. Tppical HW •W/WNPIWP/HW series may be skewed to a maximum of 84°and/or Top Flange Sloped Down sloped to a maximum of 45°. ( Left with Low Side Flush •For slope only,skew only or slope and skew combinations,the allowable load is 100%of the table load. Is I UPLIFT LOADS(WPU,WNPU,HWU only) g •Uplift loads not available on W,WNP,WP,HW hangers. I TopFlange See page 236 for WMU. Typical W ° oen 209 •Hangers can be sloped to 45°and/or skewed 45°at 100%of the uplift load. )/ •Skew option is only on hangers with"W"3t'6"or less. Skewed Left i ° •Specify the slope up or down in degrees from the horizontal plane Type B Hanger 4 and/or the skew right or left in degrees from the perpendicular (Square Cut Joist Shown) I vertical plane.Specify whether low side,high side or center of joist i' 110° will be flush with the top of the header(see illustration). •Uplift loads are not available for open/closed TF,IF sloped, ---4._S I Id/and offset options. , �- SLOPED TOP FLANGE i •A top flange may be ordered sloped down left or down right to 35° 40 `� ! with or without a sloped and/or skewed seat(see illustration). '� 11 Reduce allowable table loads using straight-line interpolation Example:For a topflange sloped down 30°,reduce load to h h11 j [(90-3 /90]x table load. H2 ° OFFSET TOP FLANGE •The top flange may be offset left or right for placement at the end of <4/2, 171 WNP a header(see illustration).The allowable load is 0.50 of the table load. � with Open •For skewed and offset top flange hangers,the maximum allowable load is 0.50 of the table load or 2000 lbs.,whichever is lower. Top Flange •For type B hangers skewed and top flange offset in the opposite direction, WD Saddle .�tNi hangers 3W and less wide have allowable load of 25%of the table load or Hanger 1335 lbs.whichever is lower,and for hangers wider than 3Yz",the allowable load is 30%of the table load or 1620 lbs.whichever is lower. L. OPEN/CLOSED TOP FLANGE o.-—�_ o° • •The top flangeit may beo oa axi ummore or closedxless the cdard cannot ' a. 90°(see illustration)to a maximum of 30°,except the HW which cannot0 z.- 1101111111 be closed.W and WI hangers must use 10dx1'/:"nails for closed > application.Reduce allowable loads using straight-line interpolation > specifyIi Specify (see sloped top flange). i Flush TopAngles SADDLE HANGER f� of Beam (Max 35°) •To order,add D to model and specify S dimension(see illustration). aJljat Center w •Saddle hangers achieve catalog load listed.Saddle hangers on stud J or Low Side Z walls do not achieve catalog loads. /�/)o •Recommended S dimension is/6"oversized for carrying members / f.- 2Y"wide and less or Ye"oversized for greater than 21/2"wide. / Z RIDGE HANGER(not available for uplift models) , •Topflange may be sloped to a maximum of 35°to accommodate a Typical W Top Flange Offset Left Typical W Ridge Installation ridge(see illustration).Specify angle of the slope.Reduce allowable F6 load using straight-line interpolation.See Open/Closed example. ® Low Side Flush Center Flush Shown High Side Flush r N 6 fir to -\, .7% . I \ ) (� IOW 1 Skew' i , Slope Skew Sio Angle I1 ff, , Angle Angle s`'' Anne vi "! Angle l �� ape a rri „,, sem' Typical HW Sloped Down,Skewed Right with Type A Hanger(Joist end must be bevel cut) 4:171 :41 When ordering,specify Low Side Flush,Center Flush or High Side Flush 241 Decks&Fences SIMPSON STRONG-DRIVE® TIMBER Screws Strong-Tie 1 ao The Strong-Drive®SDWS Timber screw is designed to provide -4-0.75*-01 an easy-to-install,high-strength alternative to through-bolting and Identification on traditional lag screws.The Strong-Drive SDWH Timber-Hex SS screw all Strong Drive® provides a structural wood-to-wood connection,including for ledgers. SDWS TIMBER ' As a Type 316 stainless steel fasteners,the Strong-Drive SDWH screw heads 1°I I Timber-Hex SS screw offers maximum corrosion protection. • I MATERIAL:Strong-Drive SDWS Timber screw—heat-treated carbon steel,Strong-Drive SDWH Timber-Hex SS screw—Type , 316 stainless steel • 1 FINISH:Strong-Drive SDWS Timber screw—Double-barrier coating INSTALLATION: •See General Notes. 4"-12" • Strong-Drive SDWS Timber screws install best with a low- speed W drill and a T-40 6-lobe bit.The matched bit included 0220"--o- A with the screws is recommended for best results. •Strong-Drive SDWH Timber-Hex SS screws install best with a low-speed'/z'drill and a 5/s hex driver bit.The matched bit included with the screws is recommended for best results. L •Pre-drilling is typically not required.Where pre-drilling is Ir: necessary,use a 5/a2"drill bit for Strong-Drive SDWS Timber1. TL screws and 0.188'Strong-Drive SDWH Timber-Hex SS screws. Y. Strong-Drive® Strong-Drives Use a 7/32'drill bit for 0.276'Strong-Drive SDWH Timber-Hex SDWS TIMBER SDWH SS screws. TL I U.S.Patents TIMBER-HEX SS •Screw heads that are countersunk flush to the wood surface are acceptable if the screw has not spun out. , 5,897,280; U.S.Patents • For additional information,visit www.sfrongtie.com/fasteners. j i 7,101,133 5,897,280; CODES:See page 12 for Code Reference Key Chart. • • 7,101,133 Strong-Drive®SDWS TIMBER Screw Product Information Size Thread Retail Pack' Mini-Bulk Bucket' Bulk' Dia.x L Length TL Fasteners Packs Per Fasteners Packs Per Fasteners (in.) (in.) Per Pack Master Carton Model No. Per Pack Master Carton Model No. Per Pack Model No. 0.220x3 1% 12 10 SDWS22300DB-RC12 50 6 SDWS22300DB-R50 950 SDWS22300DB 0.220x4 2% 12 10 SDWS22400DB-RC-12 50 6 SDWS22400DB-R50 600 SDWS22400DB 0.220 x 5 2% 12 10 SDWS22500DB-RC12 50 6 SDWS22500DB-R50 600 SDWS22500DB 0.220x6 2% 12 10 SDWS226000B-RC12 50 6 SDWS22600DB-R50 500 SDWS226000B 0.220x8 23/0 12 10 SDWS22800DB-RC12 50 6 SDWS228000B-R50 400 SDWS22800DB 0.220x10 2% 12 10 SDWS2210000BRC12 50 6 SDWS221000DB-R50 250 SDWS221000DB 1.Retail and mini-bulk packs include one deep,6-lobe,T-40 driver bit;bulk packs include two driver bits. Strong-Drive®SDWH TIMBER-HEX SS Screw Product Information Size Hex Drive Thread Length Package Bucket (in.) (in.) (in.) Fasteners Per Pack Model No. Fasteners Per Bucket Model No. 0 0.188x4 5/,e 2.40 20 SDWH19400SS R20 100 SDWH19400SS R100 2 a 0.188 x 4.5 5 2.75 10 SDWH19450SS-R10 100 SDWH19450SS-R100 c 0.188 x 5 5/B 2.40 10 SDWH19500SS-R10 100 SDWH19500SS-R100 a IL 0.188 x 6 5/,b 2.40 10 SDWH19600SS-R10 100 SDWH19600SS-R100 Q °H 0.188 x 8 5/,5 2.40 10 SDWH19800SS-R10 50 SDWH19800SS-R50 e 0.276 x 3 '/2 2.95 10 SDWH27300SS-R10 100 SDWH27300SS-R100 a 0.276 x 4 '/2 2.95 10 SDWH27400SS-R10 100 SDWH27400SS-R100 PT- 0 0.276 x 5 '/2 2.95 10 SDWH27500SS-R10 50 SDWH27500SS-R50 0.276 x 6 1/2 2.95 10 SDWH27600SS-R10 50 SDWH27600SS-R50 2 0.276 x 8 '/2 2.95 10 SDWH27800SS-R10 25 SDWH27800SS-R25 0 0.276 x 10 1/2 2.95 5 SDWH271000SS-R5 25 SDWH271000SS-R25 m 0.276 x 12 '/2 2.95 5 SDWH271200SS-R5 25 SDWH271200SS-R25 N Strong-Drive®SDWS TIMBER Screw Allowable Shear Loads—Douglas Fir-Larch and Southern Pine o Thread DF/SP Allowable Loads SizeModel Length Shear(100) Code Dia.x L No. TL Wood Side Member Thickness(in.) Ref. (in.) 1.5 2 2.5 3 3.5 4 4.5 6 8 0.220 x 3 SDWS22300DB 11/2 255 — — — — — — — — 0.220 x 4 SDWS22400DB 2% 405 405 305 — — — — — — 0.220 x 5 SDWS22500DB 2% 405 405 360 360 325 — — — — IP4, 0.220 x 6 SDWS22600013 2% 405 405 405 405 365 365 355 — — F32,L23 0.220 x 8 SDWS22800DB 2% 405 405 405 405 395 395 395 395 — 0.220 x 10 SDWS221000DB 2% 405 405 405 405 395 395 395 395 395 210 See footnotes on page 211. Caps&Bases SIMPSON CC/ECC/ECCU Column Caps Strong-Tie Column caps provide a high-capacity connection for column-beam combinations. MATERIAL:CC3Y,CC44,CC46,CC48,CC4.62,CC64,CC66,CC68,CC6-7'/e,ECC3%, 2, r'W1 1ve-L1,v H p.-w' ~t` ECC44,ECC46,ECC48,ECC4.62,ECC64,ECC66,ECC68,ECCE-7/e-7 gauge; ' toles ``- all others-3 gauge fi "leo 0 FINISH:Simpson Strong-Tie®gray paint;may be ordered HDG;CCO,ECCO—no coating 2Y4• 111 .• N1 Strap�n . 0 INSTALLATION:•Use all specified fasteners.See General Notes. ; (543'botts) "� @ 9 0 dt •Boit holes shall be a minimum of 1/22"to a maximum of Y1 larger than I 3' the bolt diameter(per 2005 NDS,section 11.1.2). , (Y4"bolts) e,^ •Contact engineered wood manufacturers for connections that are not '. ' through the wide face. i';fi OPTIONS:•Straps may be rotated 90°where Wi>W2(see illustration)and for CC51A-6. Y ' CC ECCU •For special,custom,or rough cut lumber sizes,provide dimensions. An optional W2 dimension may be specified. (The W2 dimension on straps 1�� ' 0 . (ECCU44 rotated 900 is limited by the Wi dimension.) h� has only Th 2 bolts to c7 •CCO/ECCO—Column cap only(no straps)may be ordered for field-welding l4 N'�- beam) to pipe or other columns.CCO/ECCO dimensions are the same as CC/ECC. L---'1 vi CCOB—Any two CCOs may be specified for back-to-back welding to create I__________......_ vAr O KO. VO Ro a cross beam connector.Use the table loads;the load !> 1/._,;-1. o ao is no greater than the lesser element employed. CODES:See page 12 for Code Reference Key Chart. �Wf Ill a e� 3 m '' t y �� o 0 Wi-I17----_, �.-w1 ,T��\� y' `\ E_13 11 U _� c•• ) 0 ! Unless otherwise ''s0'''''',. ti{� r� ® specified m 0t 141m `� ,; E o o 0 e 1� o 1 .. V ;� Optional ECC Optional CC L. '-'�Ara, with straps with straps CCO ECCO W2��j' CCOB ECC44 rotated 90° rotated 90° -These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. Model No. Dimensions Machine Bolts Allowable Loads(DF/SP) 0. (CC shown Beam L Beam Down Uplift Code ECCO 7, ECC/ECCU Width W1 W2 Hi Size Post ECC/ CC ECCU Ref. ModelCCNo. Madel No. similar) CC ECC ECCU CC ECC ECCU CC ECCU (160) (160) (No Legs) (No Legs) ID CC31/4-4 3% 3% 3% 11 71/2 91/2 6'/2 5/s 4 2 4 2 16980 6125 3640 1010 112 CC03'/a ECC03'/4 • CC3%-6 3% 3% 512 11 7'12 91/2 6'/2 5/s 4 2 4 2 19250 9625 3640 1010 CC44 4x 3% 3% 7 5'12 6'/2 4 5/e 2 1 2 2 15310 7655 1465 205 F11 CCO4 ECCO4 a, ! CC46 4x 3% 51/2 11 81/2 91/z 61/2 5/e 4 2 4 2 24060 12030 2800 740 CC04/6 ECC04/6 • CC48 4x 3% 712 11 81/2 91/2 61/2 6/s 4 2 4 2 24060 16405 2800 740 160 22 • CC4.62-3.62 41/2 4% 3% 11 81/2 91/2 612 516 4 2 4 2 19020 7655 2800 740 • S CC4.62-4.62 41/2 4% 4% 11 81/2 9% 61% 5% 4 2 4 2 24450 9845 2800 740 170 CC04.62 ECC04.62 CC4.62 5.50 41/2 4% 51/2 11 81/2 91/2 6'/2 5/6 4 2 4 2 28585 12030 2800 740 • • CC5%-4 5% 5% 3% 13 91/2 10'/2 8 3/4 4 2 4 2 26635 10045 7530 2735 ir 6-''' i CC5'/4-6 5% 5% 51% 13 91/2 101/2 8 Y44 4 2 4 2 28190 15785 7530 2735 112 CC05% ECC05% ci.• lb CC5'/-8 5% 5% 71/2 13 91/2 101/2 8 3/4 4 2 4 2 37310 21525 7530 2735 L4, • CC64 6x 51/2 3% 11 71/2 912 61/2 % 4 2 4 2 28586 12030 4040 1165 F11 ECCO6 a • CC66 6x 51/2 5112 11 7'h 91/2 6'12 5/e 4 2 4 2 30250 18905 4040 1165 CCO6 / • CC68 6x 5Y 712 11 9'/2 91/2 6'/2 g 4 2 4 2 37810 25780 4040 1165 ECCO68 o „", lib CC6-7'/s 6x 51/2 7% 11 91/2 91/2 61/2 5/e 4 2 4 2 37810 24060 4040 1165 160 • II CC74 6% 6% 3% 13 10% 101/2 8 3/ 4 2 4 2 33490 13230 7525 3605 170 l CC76 6%4 6% 51/2 13 101/2 101/2 8 3/4 4 2 4 2 37125 20790 7525 3605 112, CC07 ECCO7 CC77 6% 6% 6% 13 101/2 101/2 8 3/4 4 2 4 2 49140 25515 7525 3605 L4, • l CC78 6% 6% 71/2 13 101/2 10'/2 8 3/4 4 2 4 2 49140 28350 7525 3605 F11 I • CC71/2-4 7 7' 3% 13 101% 101/2 8 3/4 4 2 4 2 34736 18375 7510 4855 • CC7%-6 7 7% 51/2 13 101/2 101/2 8 3/ 4 2 4 2 58500 28875 7585 4855 160 CCOT/ ECCOT/e N II CC7'/e-7Ye 7 7% 7% 13 101/2 10'12 8 3/ 4 2 4 2 57750 36750 7585 4855 6 I. CC71/2-8 7 7% 71/2 13 101/2 101/2 8 % 4 2 4 2 52500 36750 7585 4855 • • CC84 8x 7'14 3% 13 101/2 101/2 8 34 4 2 4 2 37210 16405 7440 2625 9• • CC86 8x 712 512 13 1012 101/2 8 314 4 2 4 2 41250 23100 7440 2625 CCO8 ECCO8 rib CC88 8x 71/2 71/ 13 1012 101/2 8 314 4 2 4 2 54600 31500 7440 2625 112, • CC94 83/4 8% 3% 13 101/2 101/2 8 3/4 4 4 4 2 43410 19905 7515 3990 L4, S CC96 8% 8% 5'% 13 101/2 101/2 8 3/4 4 4 4 2 48125 26950 7515 4670 F11 CCO9 ECCO9 le CC98 8% 8% 71/2 13 101/2 101/2 8 3/ 4 4 4 2 63700 36750 7515 4670 l CC106 10x 91/2 51/2 13 101/2 101/2 8 314 4 4 4 2 52250 29260 7515 3325 CC010 ECC010 1.Uplift loads have been increased for wind or earthquake with no further 6.Structural composite lumber columns have sides that show either the wide face or increase allowed;reduce where other loads govern. the edges of the lumber strands/veneers.Values in the tables reflect installation into • 2.Down loads may not be increased for short-term loading and shall not exceed the wide face.See technical bulletin T-SCLCOLUMN for values on the narrow face(edge). the post capacity.See pages 245-246 for common post allowable loads. 7.Beam depth must be at least as tall as Hi. 3.CC uplift loads do not apply to splice conditions. 5Y,°engineered lumber,use 5'/"models. loads between spliced members by means other than the column cap. 4.Splice conditions with CCs must be detailed by the Designer to transfer tension 9.8.For ForCCO and ECCO welded to steel column will achieve same load as CC and ECC. 5.Column sides are assumed to lie in the same vertical plane as the beam sides. Steel column width shall not be less than beam width.Weld by Designer. 69 CC4.62 models assume a minimum 31/2'wide post. UPDATED 03/27J15 • • Straps&Ties SIMPSON LTP4/LTP5/A34/A35 Framing Angles&Plates Strong-Tie The larger LTP5 spans subfloor at the top of the blocking 17Ae l P41(r/e "11/18, .....--41e----.. or rim joist.The embossments enhance performance. I The LTP4 Lateral Tie Plate transfers shear forces for top o (e a 1 , r t 0 plate-to-rim joist or blocking connections.Nail holes are - spaced to prevent wood splitting for single and double top o 00 '� 'fid 0 0 3 j 0 I I 0 iT - plate applications.May be installed over plywood sheathing. , o 0 2 I m 0 The A35 anchor's exclusive bending slot allows instant, ' / I e _._i 0 I 5,a accurate field bends for all two-and three-way ties.Balanced, o y I 0 0 z - completely reversible design permits the A35 to secure a (....:>.., / eI,0. 11 I�_ N i\F great variety of connections. A34 0 a I, ® 2 MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge �_3. - a 0 ' I 0 FINISH:Galvanized.Some products available in stainless steel ____ ----- 0P eA I ! 0 or ZMAX�coating;see Corrosion Information,pages 13-15. I 0 `�4 0 _ 0 I 0 — INSTALLATION:•Use all specified fasteners.See General Notes. j 0 0 LTP5 •A35-Bend one time only. (J a CODES:See page 12 for Code Reference Key Chart. I 0 - 4'/`e d anr�ur+E-i- it 1 m w m I S These products are available with additional corrosion protection. le 0 - ' Additional products on this page may also be available with this 0 -- , option,check with Simpson Strong-Tie for details. 0 LTP4 •;,....1.-:-=-:;:00, .01 r These products are approved for installation with the Strong-Drive® SD Connector screw.See page 27 for more information. Joists to Plate Studs to Plate DF/SP SPF/HF I with A Leg Inside with B Leg Outside Model Type of Direction Allowable Loads Allowable Loads Code Fasteners No. Connection of Load Floor Roof Floor Roof Ref. (100) (125) (160) (100) (125) (160) illt41(tr: ® A34 01 8-adxl'r4F1 395 485 515 340 415 445 F25 395 455 455 340 390 390i ` `❑2 9 8dx1'/z At,E 295 365 395 255 315 340 �1� �t ��Ct 210 210 210 180 180 180 IP1, % `\ `,L5, �NNf1�1 f��A2 295 365 380 255 315 325 L18 j1Jl i1 0 • A35 ❑3 12-8dx1'/ C2 295 365 370 255 315 320 F13 Joists to Beams Ceiling Joists to Beam D 230 230 230 200 200 200 ❑4 12 8dx1'/ F1 595 695 695 510 600 600 } F25 595 670 670 510 575 575 IFI IA1 r G 580 670 670 500 570 575 114, �„' IIII LTP4 J5 12-8dx1Yx r„ Ct04, h H 580 600 600 500 515 515 L5,F13 0 �► E LTP5 ® 12 8dxfY G 580 620 620 500 535 535 IP1, rnti ail H 545 545 545 470 470 470 L18,F25 F� , P r a, 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist, s Fc esthe minimum joist thickness is 3'. 1 I A34I 2 I A35 y2.Some illustrations show connections that could cause cross-grain tension or bending z of the wood during loading if not reinforced sufficiently.In this case,mechanical Y 1111 reinforcement should be considered.3.LTP4 can be installed over 3/6 wood structural panel sheathing with 8dx1'/2 nails ""' , .. ._ and achieve 0.72 of the listed load,or over'/z"and achieve 0.64 of the listed load. A2w8d commons will achieve 100/•load. GZ ,t0 ii 4.The LTP5 may be installed over wood structural panel sheathing up to 1/2"thick �� using 8dx1'/z nails with no reduction in load. V o 5.Connectors are required on both sides to achieve F2 loads in both directions. y 6.NAILS:8dx1' =0.131'dia.x 1'/z"long. FZ o See pages 22-23 for other nail sizes and information. %� 3 A35 14 1 A35 m US 0 ii ...-,._401e ...._. 111111.111111111111 _ 10.� tr-'141%--Wilk r U its 44010140.00. : l4r..!r ..., zee, ,. „, , . zt ..„,.. - LTP4 attaching ,� �, Top Plates to ': ) LTP4 Installed over Rim Joist .0 111/ell Chimney Framing 1 51 Wood Structural I 6 LTP5 Installed over Wood Panel Sheathing 206 Structural Panel Sheathing © beverage i bike L>fr cul BlackBissellbinFridays - blanket ar —^� blender ARE YOU AWARE board OF THIS? boat - , Obama Urges Bolle Homeowners To bookcase Smoking just got easier with the Traeger Select Elite(BBQ400)wood Pellet Grill. Switch To A 15 Year Fixed books If you owe less then Bose Here are the specs: $625.000 on your home. bottle use Obeme's once in a lifetime mortgage rebel box Traeger Select Elite Wood Pellet BBO Grill (model no. BBO400.04)Product Info program.The program is Costco Item#:670932 totally free end doesn't Braun ur refl. Costco Price: $999.99 addan nbad news itost tos that it Bridgeport Found at:Costco in Foster City,CA(1001 Metro Center Blvd) expires in 2016.You'll be Designs (price and availabilityvaryper Costco location) shocked when you see Bridgestone may , how much you can save. Brita TAPYOtRAGE:TAP YOIJRAGE: cable 18-25 26-35 670J3L� TA36-45 "55 i TIWY4}c,Arr Callaway camera SPECIAL fiVE:NI iAFrOURAuc: u,FlkR VuAGE '1'ki WER 1'LLLI^'1" GRILLS 5645 OVER$5 camping SELECT 400 PEI LEI'(iRi_ Calculate New candle Payment candy . .. Low,-Myftili. ,. Canon 999. 99 canopy amazon= Best Selling Capstone Products car >Learn more car seat Traeger Select Elite acts both as a grill and smoker carpets Traeger BBQ400 Pellet Grill-If there's one undeniable difference with a Traeger,it's cart Follow @CostcoWeekender Cascade the taste.Regardless of the type of food or quality of cut,you can Traeger it to perfection.Traeger wood pellet grills maintain a consistent temperature,cooking Casio Followers(6) Caterpillar with the perfect balance of smoke and heat to infuse food with the rich flavor you P can only get using hardwood.Cooking with wood is a tastier,safer,healthier II PI iii i - cctv alternative to charcoal and gas grilling.Traeger pioneered a way to make outdoor Centrum cooking consistently simple.Traeger wood-pellet grills allow you to conveniently chair smoke,grill,or bake using pure hardwood pellets that impart a rich wood-smoked Follow charger flavor to food. chess chest Traeger's premium residential pellet grill,the Select Elite,features wood-fired-Posts chocolate convection performance at its finest with traditional BBQ good looks. It includes our €3 Comments Christmas dual door storage cart,stainless steel side shelves,and a higher-capacity pellet cleaning hopper.It's simply delicious food preparation in a striking,stainless steel-trimmed Popular Tags clock package. 24 Hour Fitness 3M activity clothing Key Features: tracker Adalyn Home Aerocore Cobra • Digital LED Thermostat Agio air conditioner air purifier Cocola • 590 square inches of grilling area Alaska alcohol allergy coffee • 36,000 BTU's amusement park Andersen & Coleman • H 46"x W 57"x D 25" Stokke antenna apparel Apple communications • Weight 191 lbs appliances art audio computers • Sleek Design automotive baby backpack container • High Quality,Stainless Steel Trim backyard BACtrack bag Contigo • Handy Stainless Steel Side Tables Barcalounger baseball bath cooking • Embossed,Logo Stamped Lid battery Bayside Furnishings cooler • Durable Powder Coat Finish bbq beach bed bedding beer Cosco • Enclosed Storage Space Belkin bench Berkline Bestway Costco • Large Capacity Hopper,Holds 18 lbs.of Wood Pellets beverage bike binoculars Bissell Connection • High-Tech Auger-Fed Burner Black Friday blanket blender board couch